HomeMy WebLinkAbout0328 MAIN STREET (CENT.) - Health (2) 328 Main Street, Centerville
= 208 - 045
IN m z
UPC 12534
No.2_ 1�R
HASTINGS.YN
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TOWN OF BARNSTABLt,:", (,{.
LOCATION , hn S V SEWAGE #
VILLAGE �n,x le.., ASSESSOR'S MAP & LOT Q6 () YS
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY J.5,,V 0 c5
LEACHING FACILITY: (type) +4f -!V .t.`Er (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the: F
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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o2 '3
3 r3 ;
9
71 7`1' 1
No. ` — � Fee �r
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
`es
PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppYtcatton for Digpogal 6pgtem Congtruction Vermtt
Application for a Permit to Construct( )Repair( )UpgradeX)Abandon( ) XComplete System ❑Individual Components
Location Address or Lot No. ��L�A�aS�(.�C �` Q ` ner's Name, dd and�Tel.No.
Assessor's Map/Parcel �8 "a` G v 7
�! S C L nr � rr1�4
Installer's Name,Add ss,and Tel.No. Designer's Name,Ad resrnd Tel.No. \ � 3 9P ZIZl
�IyL l�A'1v� Ja Jmul C�S
1 .Svu--v* A
Type of Building:
Dwelling No.of Bedrooms T Lot Size sq.ft. Garbage Grinder( )
Other 'I�ype of Building PCs, bEhTTIAL_,No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow yy gallons per day. Calculated daily flow 7`� gallons.
Plan Date 121 1r) Number of sheets I Revision Date
Title
Size of Septic Tank / 500 SAType of S.A.S.
Description of Soil C• av, o-n+.tla5t 0-JA I�
Nature of Repairs or Alterations(Answer when applicable) (V-&\ u)s e'
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this l3gard of Health.Sig Date ✓/q
~
Application Approved by Date Z- -
Application Disapproved for the following reasons
Permit No. Date Issued /Z/Z—1 7
r; r s - { V;
r r
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
es
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01pprication for 3i5poear *pgtem Congtruction Permit
Application for a Permit to Construct( )Repair( )Upgrade( °)Abandon( ) omplete System ❑Individual Components
Location Address or Lot No. " g�� �S ner's Name, ddre and,�'el..N,o. .S�,�CCI� Qv, �� CL
-
Assessor's Map/Parcel 2i .� ! v � �—
Installer's Name,Add ss,and Tel.No. Designer's Name,Addres d Tel.No. t SAS J3�P_Zak
� �v- '(��.�.,-���5—�► �9~����Sr✓S'"T�c_.. p.�.ty` L�►v�
i (3cvc cr g. / �3 v t-b # / S t.
�aU i�t tT kyl i.)U-T0 yoA /
Type of Building:
Dwellingo.of Bedrooms i Lot Size s .ft. Garbage Grinder( )
N
, � 9 g
Other Type of Building jRC,'!i DEK TIAL.,No.of Persons Showers( ) Cafeteria( )
�---- - "' Other Fixtures
Design Flow Gtil V gallons per day. Calculated daily flow �'�7 y gallons.
Plan Date 1 2' 11" 1�. Number of sheets Revision Date
Title 0AMEL F r
Size of Septic Tank / 60 Type of S.A.S.
Description of Soil
i I
eyj •
Nature of.Repairs or Alterations(Answer when applicable) 'X ►c�� �(\
F n( F
Date last inspected:
Agreement:
The undersigned agrees;l q ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with-the=provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued B by this oa>sd o He alth.
k Sig Date t
Application Approved by Date /2-/fit -7
Application Disapproved for the following reasons + 1
Permit No. 7- /y_ f Date Issued 7 7---------------------------------------
-
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS `
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded A)
)
Abandoned( )by S-- L os C �>✓1S� i i "' °
�. at �y, C C ko_T'�;:Q Q I has been constructed in accordance
l with the provisions of Title 5 and the•for Disposal System Construction Permit No. 27-74- dated 7
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
}' Date !�- Inspector
s
Q-----"-------------------------- --°—
No./ 7— 7 Fee _
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
migogal *pgtem (Congtruction Permit
Permission is hereby granted to Construct( )Repair( )Upgrade Abandon( )
System located at `� 2-RC` . 1�:c 0 Cd"�"• C='W "v Cy iF'
a
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of thi a t.
Date: 2~��"" �� Approved by C `
r WN OFtARN T
LOCATION SEWAGE.Jk
'MLAGE �.P�r+-Pe g;n Y S1-2u ASSESSOR'S MAP & LOT 22 b yS'
'INSTALLER'S NAME&PHONE NO.
SEPTIC..TANK CAPACITY
LEACHING FACILITY: (type) �-/!a L�(size)
' NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: 1.2 -eft `I7 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
;Private Water Supply Well and Leaching Facility (If any wells exist'
>: on site or within 200 feet of leaching facility) Feet
Edge of Wetland and.Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
urnished by
-------------
Cr i
• o t3
3 - ;13
Y
i TOWN OF BARNSTABLE
t/
LOCATION 3.2 D /400N S - SEWAGE #
VILLAGE C, N'Wle v-rd it ASSESSOR'S MAP & LOT
-INSTALLER'S NAME & PHONE NO. ,CL1/5 /?&l GoysT
:SEPTIC TANK CAPACITY /ADO
.LEACHING FACILITY:(type) (sue)
INO. OF BEDROOMS _PRIVATE WELL OR PUBLIC WATER�y6'L/G
BUILDER OR OWNER U//1L/x►in L3 j12"V aE -O"lA�
DATE PERMIT ISSUED: -
DATE COLIPLIANCE ISSUED:
"VARIANCE GRANTED: Yes No i/'
bRck 64 Hous6
a6
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LOCATION SEWAGE PERMIT NO.
SVILLACE
IN. PA LLER'S NAME, i ADDRESS
Ni 'om h-v- t G
BUILDER OR OWNER
DA T E PERMIT ISSUED /
DATE COMPLIANCE ISSUED
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TOP OF
FO UNDATION
EL
GRorrND s ``� STANDARD NOTES
bRF'ACE EL__�M 'Z 6.S
• GROUND SURFACE ELL _
// 711r5 PLAY 1.4 1U/7 171- INSrAI MON OR NEPAIA OF A S6'I'M SMTVI, AA17 'lS NOT/NTFNDF,D 1UR SURVFl7NC OR 7,ONING
" MIN PURPOSES
2) ALL Ih7S'TALLA77ON PROCXDURLS AND JVA7rRL4 S1 LL CON1URAf 7U 310 CMR 15.000 7%Ili' STATE, FNVIRONAfFN7i1L COUP'
OUTLET PIPE LEVEL _ p 771 Lb 5 AND 971F, f U►t7V OF �- '_+ SUBSURFACE DIS!OSnG Bk'CULATlONS.
tIN
FEET N-O 17Li'E'f REQUIRED ZS,� MIN 2 'LAYER POVEEE 3) NO DFI•ERMINA7•I0N RA,S BEEN AMVF AS fU COA(PLIANCF of AVAILABLE PROPERTY 1NIURMATION A7171 nhCORIJFU NF,F,US
LI UID LEVEL TOP EL WASHED 1%8" 1/2" STIUNE on 7ONING RE ULA77ONs
4) 1VMN AAMR SFR17CPS 7711S PROPERTY.
jo„ D-BOX 5) TIIFRF ARE NO KNO)fN PRII'A77 AFLLS ON f711S PROPERTY OR A_7111N 100' OF 771F PROPOSF,I) SOIL ABSORP77ON S)STFM.
I/ALL dE LROUG/1T 7U A777I1N 12" OF F!N/SIIF,U CRAUF A7TII ONE COV�'R OP TIJF
p r,Ar coAlrollN7s s
F S}5 F R 0
O O O O O O O O O O
B ALL CO i7;' S
.• . INVERT EL 14 0 0 0 0 0 0 0 0 0 0 0 0 o J
2S.2 Z) o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
/ o 00000 a o 0 00000 00000 0 0 0 0 0 000000000 EFFECTIVE sEr77c TANK BROUGHT A7TH1N s' of GRnNF:
yD °o°000°o°O°o°000°oOO°O°O°0°o°p°OOoo SIDEWALL
2S.
GAS BAFFLE' AT OUTLET lArVE'RT EL 7) ALL S}57Ey COMPONF.N75 SHALL REMAIN ACCESSIBLE FUR 1NSPAMTON. NO STRUCTURES SMALL DE LOCA77M DIRECT'!,}'
UPOAI OR AIJOVF. THE COMPONFNT ACCF5S LOCA77oNS, A711Cll A7JULD IN7'F,RFZ'RF, A71I1 7I1E PERT URAfANCF; ACCESS, INS!'F.CT/0.
INVERT EL „ PUMPING OR REPAIR
2,5.� Z 3/4 - 1 1/2 DOUBLE
f WASHED STONE 8) NO DRI{'EA'A)' PARKING OR TURNING AREA, OR 071IF,R IAfPF.R{70Us AREA SIIAlt dF LOCA7LII ABO)7ti A SOIL ABSORJ'1%ON
„ INVERT EL S)57 f "MPT A7fT'N V!;NTINC 11AS BE'FN PRO)7DF77
B STONE BASE INVERT EL
��'Q�' j�iJ� 8) SEP7TC TANKS• GREASE 171AI4� L'OSIh'C �'IIAMBFRS ANU D/S7RIdlITION BOXES SI(AhL NE 1'LAG'F,D ON A 0' S717NE' BASF,
1500 Gal Septic Tank BOTTOM EL 1 U EysURF SrARiLIrY AND PRY,MXT SF77•LINr
t (Typical) 1 t 10) OU7TYr VISTRIRMON I..INES SIIATt REMAIN LF,M, FOR A WMAfIIAf OF 771E FIRST TAU FEET OF 77IFJR LFNG771.
1 ca �? EL
� 11) ALL S)57FM COMIYJNEN75 SHALL BE CAPABLE 01' A7TIfSTANDING 1I-10 LOADING UNLESS TIIE}'ARE UNUER OR A77TTIN !0'
BOTTOM OF TEST HOLE OF DRIMMA)3' OR PARAWC OR 77/RMNC' AREAS, IN A71ICIf G1SF 11-20 COA(PONF:N15 SMALL BE USED.
F T T O E O W 12) ALL BUILDING SFA7i'R LINTS SHALL 1!A 177 AN INNER DIAMB'ER 01' 4' AND SHALL BF CAST IRON OR SCIIFUULE 40 P I• ..
t 13) uIF DF,PTII OF THE 7UP OF ALL S)STEM COMPONEN75 SMALL NOT b;17 FEU 3B' UNLESS G7SNTJNG NAS BEEN PRO{77JE7).
pp 3 /4 Ihr 1'lIF. AREAS OF Ea7 A{i111i7N, Fh7STINC GRADE'S SIIALL DE RFFSTABLISIIFD UN1,F,SS NOTED AS PROPOSED CON7VURS
15) 17,SOILS ARE F,NCOUNTERED DURING MY FA AtAr10N OF 771E SOII, ABSORPTION SMMM, 171AT DIFFER NOTABLY FROAf
77IF, DEEP OBSrRrAT10N 1101,E LOG• COITACT 7IIF FNGINEF,R BFIURE I'ROCEF,DINC
IB) CON77IAC7UR 7U VFR11'Y LOCATION OF ALL UNUFRCROUND UTIL1%IF5
Fn d:
Remains(z6 9
000
bk 00 °
U
Prop. Leaching Area (27 3)
,20' x 30' Stone OC��.
Bed TYith 3 Pipes
•CP.A
� (26.3) ' � .� Existing Cesspool to .
2h.2) / be pumped and filled EXC� NATION NOVAS
(or removed if necessary) 1) EXCAVATE ALL MATERIAL ABOVE SOIL HORIZON C
/ O (z71) FOR A LATERAL DISTANCE OF 5' (WHERE'`POSSIBLE
0.0. IN ALL DIRECTIONS BEYOND THE EDGE OF THE LEACHING FACILITY
. . . . . . . . . .
2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC
26) , . . . . C� /2 ..7) 0 MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL
d CRITERIA PUT FORTH IN SECTION 15.255(3) OF TITLE 5.
0~ (27.3) 3) SCARIFY THE BOTTOM SURFACE OF THE EXCA VATION PRIOR TO PLACEMENT
6 . . . . . . . . . OF FILL INTO THE RETAINING STRUCTURE.
Prop. 1,500 )
x WHEN BOTTOM SURFACE IS DRY.
Gal. S—Tank PLACE
26.5) . 4 PLA FILL ONLY,
. . . .
z7. 7 27. 5) �� F 6 �
4
Number of Bedrooms: 4
Q
f
- - /2 C7O U U� W l�`a�i `�i' �(� Garbage Grinder: NO
Design Flow (gpd) 440
(110 Gal/BR/Day z Xl, bm r of BR) ;
v-'
DO)
(28. �" a �} � Septic Tank (gal) .._ i 1,500 � 8^�,
/Z UouC3�-cam' W I�S" 'S�n t
y 3� t=- (aeinlmum = Design Plo,.�; 07n�"
' + '
Leaching Area (sgft)
2 0� / �.. � Sidewall.
(2 8idewalls z ]�+ z F`t) +
Limits 01F
• Pro .� (2 14ndwal]n z z �+)
Exca Va bon 600 +
p -� Bottom:
• D—BOX Prop In t ( _ )
(0 e e Exca Va ti on — ' z7.5 I t _Q� Long Term Acceptance Rate (LTAR): 0. 74 Out — ,25. 6 ( � `� PAR..�-'_.-F..��'�._-..�..��_�'t=D � t='_ ��__ .
1 V O�es` � �', Leaching Area Design Capacity (gpd): 444
�1E t .T 13� (SidewaU Area + Bottom Area) z LTAR ,.; ,
Exist; Gas
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\ � U4 ,
0.
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7. 0)
Line
PROJECT LOCATION
CO
-
ASSESSORS S t. Tea t e1' a ASSESSORS MAP 208 LOT 45
Line `� o
(,27. APPLICANT
Daniel P. Gra ves
(27 8) PO Box 74 0
Centerville, MA
PREPARED BY
! A & M Land Services
33 Old Main Street
�k South Yarmouth, MA 02664
0� /('Zg 1) (508) 398-2121 Fax 394-9642
hj-' SCALE 1" -= 10' DATE Dec. 17 1997
rA,
REV.
LOCUS MAP
�• � 328 Main Street
Centerville, MA
DWG. NO. T1093 SHEET 1 OF 1